CN212671237U - Galvanized connecting structure of masonry infilled wall quick construction system - Google Patents
Galvanized connecting structure of masonry infilled wall quick construction system Download PDFInfo
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- CN212671237U CN212671237U CN202020074356.0U CN202020074356U CN212671237U CN 212671237 U CN212671237 U CN 212671237U CN 202020074356 U CN202020074356 U CN 202020074356U CN 212671237 U CN212671237 U CN 212671237U
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Abstract
The utility model provides a system zinc-plating connection structure is built fast to brickwork infilled wall, include: filling walls with brickwork; galvanized steel lintels are arranged at the top of the door openings among the masonry infilled walls; a first straight connecting sheet or a second L-shaped connecting sheet is fixedly arranged at the connecting position of the constructional column in the masonry infilled wall and the masonry infilled wall; the joint of two adjacent walls in the masonry infilled wall is fixedly provided with a telescopic straight connecting sheet; the upper end surfaces of part of the bricks in the adjacent different masonry infilled walls are positioned on the same horizontal plane, and second straight connecting pieces or galvanized drawbars are fixedly arranged at the connecting positions of the upper end surfaces of the part of the bricks in the adjacent different masonry infilled walls; and a galvanized steel wire mesh is fixedly arranged in a mortar joint between upper and lower adjacent bricks in the masonry infilled wall. Brickwork infilled wall build system zinc-plating connection structure fast, the use amount of constructional column that has significantly reduced has improved production efficiency.
Description
Technical Field
The utility model belongs to the technical field of the brickwork infilled wall construction, especially, relate to a system zinc-plated connection structure is built fast to brickwork infilled wall.
Background
The filler wall is a non-bearing wall body, has the main function of separating the internal space of a building, is used as an enclosure structure, is constructed after the construction of main structures such as a frame, a frame shear, a frame core tube and the like is finished, and is one of the main components of the building. The infilled wall is generally designed into a light wall to reduce the dead weight of the building so as to save the construction cost, and the wall with special local requirements is also designed into a solid wall to facilitate the installation of the anchoring parts and the fixing parts, but the use amount of the solid wall is still relatively small. The most prominent one of the infill walls is classified as masonry infill.
The masonry infilled wall is a conventional form, has been used in various industrial and civil buildings for many years, and has a traditional mature construction method, namely, a reinforced concrete constructional column, a lintel, a ring beam, a tie bar and the like are arranged to be connected with a structure, and common building blocks are matched with mortar to be built to form a wall body. In the actual construction process, the steps of planting the steel bars, pouring the constructional columns and pouring the ring beam lintel are very labor and time consuming steps, but because the engineering quantity of a general secondary structure is relatively small, the work efficiency of the part of construction does not bring great influence to the whole engineering, so that generally few projects can further optimize the masonry engineering. In recent years, the technical development of masonry engineering in the building market is also concentrated on the aspects of non-grooving wall bodies, novel building blocks and the like.
However, in the construction process of the secondary structure, the construction process of the masonry structures such as concrete constructional columns, lintels, ring beams, tie bars and the like is very labor-consuming, so that it is necessary to provide a galvanized connection structure for the rapid construction system of the masonry infilled wall.
Disclosure of Invention
In view of this, the utility model aims at providing a system zinc-plating connection structure is built fast to brickwork infilled wall to save the manual work that consumes in the work progress, accelerate the construction progress.
In order to achieve the above purpose, the technical scheme of the utility model is realized like this:
a galvanized connecting structure of a masonry infilled wall rapid construction system comprises: the masonry wall comprises a first masonry infilled wall, a second masonry infilled wall, a third masonry infilled wall and a fourth masonry infilled wall; the building directions of the first masonry infill wall, the second masonry infill wall and the third masonry infill wall are consistent and are all in the X direction; the building direction of the fourth masonry infilled wall is the Y direction; one end of each of the second masonry infill wall and the third masonry infill wall is restrained by a fourth masonry infill wall; the rear end surfaces of the bricks in the third masonry infill wall are bonded with the front end surfaces of the bricks in the second masonry infill wall through the adhesive;
a door opening is formed between the first masonry infilled wall and the second masonry infilled wall; the top of the door opening is provided with a galvanized steel lintel; fixedly connecting the first masonry infilled wall and the second masonry infilled wall through the galvanized steel lintel; a constructional column is vertically arranged in the first masonry infilled wall; a second L-shaped connecting sheet is fixedly arranged at the connecting position of the constructional column and the uppermost brick in the first masonry infilled wall; the second masonry infilled wall is formed by sequentially connecting a plurality of walls with the same masonry direction, and a vertical control joint is arranged between every two adjacent walls in the second masonry infilled wall; a telescopic straight connecting sheet is fixedly arranged at the joint of two adjacent walls in the second masonry infilled wall; the upper end surfaces of the partial bricks in the second masonry infilled wall and the upper end surfaces of the partial bricks in the third masonry infilled wall are positioned on the same horizontal plane, and second straight connecting pieces or galvanized tie bars are fixedly arranged at the connecting positions of the upper end surfaces of the two partial bricks; the third masonry infilled wall is formed by sequentially and tightly connecting a plurality of walls in the same building direction; a first straight connecting sheet is fixedly arranged at the joint of two adjacent walls in the third masonry infilled wall; galvanized steel wire meshes are fixedly installed in mortar joints between upper and lower adjacent bricks in the first masonry infill wall, the second masonry infill wall, the third masonry infill wall and the fourth masonry infill wall.
Furthermore, one end of the second L-shaped connecting sheet is a second shearing end, and the other end of the second L-shaped connecting sheet is a second fixing end; the second fixing end is fixedly mounted to one side of the construction post by means of an expansion bolt.
Furthermore, one end of the telescopic straight connecting sheet is a rubber sleeve end, and the other end of the telescopic straight connecting sheet is a second through hole end; the rubber sleeve end and the second through hole end are respectively located in mortar joints of different wall bodies in the second masonry infilled wall.
Furthermore, both ends of the second straight connecting sheet are first shearing ends; and both ends of the galvanized tie bar are tie ends.
Furthermore, through holes are formed in two ends of the first straight connecting piece.
Furthermore, lintel supporting plates are fixedly arranged at two ends of the galvanized steel lintel; the lower end surface of the lintel supporting plate is positioned below the lower end surface of the galvanized steel lintel; the lintel supporting plate arranged at one end of the galvanized steel lintel is fixedly arranged on a first masonry infill wall through expansion bolts, and the lintel supporting plate arranged at the other end of the galvanized steel lintel is fixedly arranged on a second masonry infill wall through expansion bolts.
Further, the lintel supporting plate is angle steel with holes; the galvanized steel lintel is provided with small holes; the width of the galvanized steel lintel is not less than 200mm, and the maximum length of the galvanized steel lintel is 2 m.
Compared with the prior art, brickwork infilled wall build system zinc-plating connection structure fast have following advantage:
(1) the galvanized connecting structure of the rapid building system of the masonry infilled wall adopts a novel connecting sheet to connect a related structure, and replaces the common bar planting anchoring; the finished galvanized steel lintel is adopted at the top of the masonry infilled wall door opening, and concrete does not need to be prefabricated or cast in place; galvanized steel wire meshes are arranged in mortar joints of the masonry infilled wall; the utility model discloses the use amount of constructional column has significantly reduced, has improved production efficiency.
(2) The galvanized connecting structure of the rapid building system of the masonry infilled wall of the utility model is provided with small holes on the galvanized steel lintel, thereby providing a bonding surface for plastering the surface of the galvanized steel lintel and ensuring the bonding effect of plastering on the metal surface;
(3) the galvanized steel wire mesh is pressed in the mortar joint, and the galvanized steel wire mesh is used for matching with special adhesive plaster for masonry, because the mortar joint is generally within 5mm when the adhesive plaster is used for masonry, the use of the galvanized steel wire mesh can ensure that the mortar joint is not too large, and the use amount of the adhesive is effectively controlled; in addition, the galvanized steel wire mesh can also play a drawknot effect, and is favorable for maintaining the integrity of the masonry infilled wall.
Drawings
The accompanying drawings, which form a part hereof, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the invention without undue limitation. In the drawings:
FIG. 1 is a schematic view of a galvanized connection structure of a rapid masonry infilled wall construction system according to the present invention;
FIG. 2 is a schematic view of a galvanized steel lintel according to an embodiment of the present invention;
fig. 3 is a schematic view of a lintel supporting plate according to an embodiment of the present invention;
fig. 4 is a schematic view of a first L-shaped connecting piece according to an embodiment of the present invention;
fig. 5 is a schematic view of a second L-shaped connecting piece according to an embodiment of the present invention;
fig. 6 is a schematic view of a retractable straight connecting piece according to an embodiment of the present invention;
fig. 7 is a schematic view of a second straight connecting piece according to an embodiment of the present invention;
FIG. 8 is a schematic view of a galvanized tie bar according to an embodiment of the present invention;
fig. 9 is a schematic view of a galvanized steel wire mesh according to an embodiment of the present invention;
fig. 10 is a construction flow chart of the galvanized connection structure of the rapid masonry infilled wall construction system.
Description of reference numerals:
1-a first masonry infill wall; 2-second masonry infilled wall; 3-a third masonry infilled wall; 4-fourth masonry infilled wall; 5-door opening; 6-galvanized steel lintel; 7-lintel pallet; 8-galvanized steel wire mesh; 9-a first straight connecting piece; 10-a second straight connecting piece; 101-a first cutting end; 11-a first L-shaped connecting piece; 111-a first via end; 112-a first fixed end; 12-a second L-shaped connecting piece; 121-a second cutting end; 122-a second fixed end; 13-a telescopic straight connecting sheet; 131-rubber sleeve end; 132-a second via end; 14-galvanized tie bars; 141-a tie end; 15-constructing a column.
Detailed Description
It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are used merely for convenience of description and for simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention. Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art through specific situations.
The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
As shown in fig. 1 to 9, a galvanized connection structure of a masonry infill rapid construction system comprises: the masonry wall comprises a first masonry infill wall 1, a second masonry infill wall 2, a third masonry infill wall 3 and a fourth masonry infill wall 4;
the building directions of the first masonry infill wall 1, the second masonry infill wall 2 and the third masonry infill wall 3 are consistent and are all in the X direction; the building direction of the fourth masonry infilled wall 4 is the Y direction; one ends of the second masonry infill wall 2 and the third masonry infill wall 3 are both restrained by a fourth masonry infill wall 4; the rear end surfaces of the bricks in the third masonry infill wall 3 and the front end surfaces of the bricks in the second masonry infill wall 2 are bonded through the adhesive;
a door opening 5 is arranged between the first masonry infilled wall 1 and the second masonry infilled wall 2; the top of the door opening 5 is provided with a galvanized steel lintel 6; the first masonry infilled wall 1 and the second masonry infilled wall 2 are fixedly connected through the galvanized steel lintel 6;
a constructional column 15 is vertically arranged in the first masonry infilled wall 1; a second L-shaped connecting sheet 12 is fixedly arranged at the connecting position of the constructional column 15 and the uppermost brick in the first masonry infilled wall 1;
the second masonry infilled wall 2 is formed by sequentially connecting a plurality of walls with the same masonry direction, and a vertical control joint is arranged between two adjacent walls in the second masonry infilled wall 2; a telescopic straight connecting sheet 13 is fixedly arranged at the joint of two adjacent walls in the second masonry infilled wall 2;
the upper end surfaces of the partial bricks in the second masonry infill wall 2 and the upper end surfaces of the partial bricks in the third masonry infill wall 3 are positioned on the same horizontal plane, and second straight connecting pieces 10 or galvanized tie bars 14 are fixedly arranged at the joints of the upper end surfaces of the two partial bricks;
the third masonry infilled wall 3 is formed by sequentially and tightly connecting a plurality of walls in the same masonry direction; a first straight connecting sheet 9 is fixedly arranged at the joint of two adjacent walls in the third masonry infilled wall 3;
galvanized steel wire meshes 8 are fixedly arranged in mortar joints between upper and lower adjacent bricks in the first masonry infill wall 1, the second masonry infill wall 2, the third masonry infill wall 3 and the fourth masonry infill wall 4;
one end of the second L-shaped connecting sheet 12 is a second shearing end 121, and the other end of the second L-shaped connecting sheet is a second fixing end 122; the second fixed end 122 is fixedly mounted on one side of the construction post 15 by means of an expansion bolt;
one end of the telescopic straight connecting sheet 13 is a rubber sleeve end 131, and the other end of the telescopic straight connecting sheet 13 is a second through hole end 132; the rubber sleeve end 131 and the second through hole end 132 are respectively positioned in mortar joints of different walls in the second masonry infill wall 2.
Both ends of the second straight connecting piece 10 are first shearing ends 101; both ends of the galvanized tie bar 14 are tie ends 141;
through holes are formed at two ends of the first straight connecting sheet 9;
two ends of the galvanized steel lintel 6 are fixedly provided with lintel supporting plates 7; the lower end surface of the lintel supporting plate 7 is positioned below the lower end surface of the galvanized steel lintel 6; a lintel supporting plate 7 arranged at one end of a galvanized steel lintel 6 is fixedly arranged on a first masonry infilled wall 1 through an expansion bolt, and the lintel supporting plate 7 arranged at the other end of the galvanized steel lintel 6 is fixedly arranged on a second masonry infilled wall 2 through the expansion bolt;
the lintel supporting plate 7 is angle steel with holes, and the lintel supporting plate 7 is made of galvanized steel.
The galvanized steel lintel 6 is provided with small holes, which provides a bonding surface for plastering on the surface of the galvanized steel lintel 6 and ensures the bonding effect of plastering on the metal surface.
The width of the galvanized steel lintel 6 is not less than 200mm, and the maximum length of the galvanized steel lintel 6 is 2 m.
The bricks for masonry infilled wall are autoclaved aerated concrete blocks.
According to the construction flow chart shown in fig. 10, the concrete construction method of the galvanized connection structure of the masonry infilled wall rapid construction system comprises the following steps:
step one, drawing a brick wall coordination diagram:
the opening requirements and the wall material requirements of the electromechanical system, the garbage channel, the door and window, the sanitary ware and the like on the brick wall are reflected on the drawing;
step two, cleaning a structural surface:
removing materials such as the floor inner template and the like, cleaning sundries and floating dust on the surface of concrete, ensuring that a base layer of a building area is smooth and clean, and properly watering and wetting a building surface;
step three, placing brick wall sidelines by a surveyor:
when in plane control, popping up a wall body line and a door and window opening position line on a floor; when elevation control is carried out, 1m lines of the building are popped out from the outer surfaces of the constructional column and the core cylinder;
step four, preparing masonry mortar and adhesive: finished mortar and adhesive are mixed with water and stirred on site, the masonry mortar is mainly used for building solid bricks and hollow bricks, the adhesive is mainly used for building aerated blocks, the adhesive and the mortar are used along with stirring, and the finished mortar is used up within 30 minutes after stirring;
step five, building the first-skin bricks:
the position of the whole wall body is determined by the masonry positioning of the first-layer bricks; the positioning of the first-skin brick is strictly according to the ground marking line passing the acceptance; determining the material of the first-skin brick according to a coordination drawing;
step six, top plate suspension wire:
after the first-layer bricks are built, after experience is collected and before large-face building, the angular points of the wall, the middle position of the wall and the door are hit on the top plate, and a straight line is hung from the top plate. Controlling the perpendicularity of the wall body through the angular points and suspension wires at the positions in the wall;
step seven, building blocks:
arranging a galvanized steel lintel 6 at the top of a door opening 5 of the masonry infilled wall; the usage amount of the constructional column 15 is reduced by arranging a galvanized connecting sheet in the mortar joint of the masonry brick; the placement positions of the galvanized connecting sheets comprise the joint of adjacent masonry infilled walls distributed on the same side, the joint of adjacent masonry infilled walls distributed on different sides, the joint of the masonry infilled walls and the constructional column 15, the joint of staggered construction cross walls and the top of the masonry infilled walls; installing galvanized connecting sheets along with the masonry process;
step eight, flexibly connecting the wall top and the side edge:
25mm seams are reserved between the tops of all masonry infilled walls and the structural plates installed at the tops of the masonry infilled walls, and compressible materials are filled in the seams; the compressible material uses common compressible material or fire-resistant compressible material according to different fire-proof requirements of the wall body; a gap with the width of 10mm is reserved between the masonry filler wall and a constructional column arranged on the side edge of the masonry filler wall, and the compressible material is filled in the gap in a manner similar to a flexible connection processing manner of a wall top.
In the seventh step, the galvanized steel lintel 6 is galvanized channel steel, and small holes are formed in the web plate and the flange of the galvanized steel lintel 6; placing the galvanized steel lintel 6 above the door opening 5 to support the wall above the steel lintel 6; when the galvanized steel lintel 6 is installed, in order to ensure the installation stability of the galvanized steel lintel 6, the end part of the galvanized steel lintel 6 is supported by using a lintel supporting plate 7, and then the lintel supporting plate 7 is fixedly installed on a wall body through expansion bolts; the length of the galvanized steel lintel 6 is cut on site according to the set size of the door opening 5 or the galvanized steel lintel 6 with a specific length is directly preset and installed on site;
the galvanized steel lintel 6 needs to ensure that the supporting width is not less than 200 mm;
the maximum clear span of the galvanized steel lintel 6 can reach 2m, and the door opening with the span larger than 2m still needs to use the reinforced concrete lintel to support the upper wall body.
In the seventh step, according to the shape and whether the galvanized connecting sheet can be stretched, the galvanized connecting sheet comprises a first non-stretchable L-shaped connecting sheet 11, a second non-stretchable L-shaped connecting sheet 12, a stretchable straight connecting sheet 13, a second non-stretchable straight connecting sheet 10 and a galvanized tie bar 14; the non-telescopic connecting piece is used for rigid connection, and the telescopic connecting piece is used for flexible connection.
In the seventh step, the specific application position and the use mode of the galvanized connecting sheet are as follows:
the method comprises the following steps that L-shaped connecting sheets are used at the connecting positions of a masonry infilled wall and a constructional column, and a first L-shaped connecting sheet 11 and a second L-shaped connecting sheet 12 can be selected according to requirements;
a first straight connecting sheet 9 and a telescopic straight connecting sheet 13 are used at the joint of adjacent masonry infilled walls distributed on the same side;
the second straight connecting sheet 10 and the galvanized tie bar 14 are used at the joint of the adjacent masonry infilled walls distributed on different sides;
when one end of the masonry infilled wall is restrained by the constructional column and the other end of the masonry infilled wall is not restrained, directly pressing the galvanized connecting sheet into a mortar joint at the joint of the masonry infilled wall and the constructional column, and directly extending a fixed end of the galvanized connecting sheet into the constructional column; and directly pouring the galvanized connecting sheet into the constructional column in the pouring process.
In the seventh step, when the bricks are bonded by using the special bonding plaster, the galvanized steel wire mesh 8 is pressed in the mortar joint.
Using telescopic vertical bar connection piece 13 in the handing-over department that distributes at the adjacent brickwork infilled wall with one side, can effective control with the deformation of adjacent brickwork infilled wall of one side, telescopic vertical bar connection piece 13 separates a skin and sets up one, presses the one end of telescopic vertical bar connection piece 13 area rubber sleeve in the mortar joint of one side brickwork infilled wall during the installation, does not have the one end of rubber sleeve to press the telescopic vertical bar connection piece in the mortar joint of opposite side brickwork infilled wall.
And seventhly, adopting solid bricks to replace the concrete holding frame at the door opening 5, building the door frame in the door opening 5 along with the brick wall, and cutting bricks at the joint part if necessary.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (8)
1. The utility model provides a system zinc-plating connection structure is built fast to brickwork infilled wall which characterized in that: the method comprises the following steps: the masonry wall structure comprises a first masonry infilled wall (1), a second masonry infilled wall (2), a third masonry infilled wall (3) and a fourth masonry infilled wall (4);
the building directions of the first masonry infilled wall (1), the second masonry infilled wall (2) and the third masonry infilled wall (3) are consistent and are all in the X direction; the building direction of the fourth masonry infilled wall (4) is Y direction; one end of each of the second masonry infill wall (2) and the third masonry infill wall (3) is constrained by a fourth masonry infill wall (4); the rear end surfaces of the bricks in the third masonry infill wall (3) and the front end surfaces of the bricks in the second masonry infill wall (2) are bonded through cement;
a constructional column (15) is vertically arranged in the first masonry infilled wall (1); a second L-shaped connecting sheet (12) is fixedly arranged at the joint of the constructional column (15) and the uppermost brick in the first masonry infilled wall (1);
the second masonry infilled wall (2) is formed by sequentially connecting a plurality of walls with the same masonry direction, and a vertical control joint is arranged between two adjacent walls in the second masonry infilled wall (2); a telescopic straight connecting sheet (13) is fixedly arranged at the joint of two adjacent walls in the second masonry infilled wall (2);
the upper end surfaces of the partial bricks in the second masonry infill wall (2) and the upper end surfaces of the partial bricks in the third masonry infill wall (3) are positioned on the same horizontal plane, and second straight connecting pieces (10) or galvanized tie bars (14) are fixedly arranged at the joints of the upper end surfaces of the two partial bricks;
the third masonry infilled wall (3) is formed by sequentially and tightly connecting a plurality of walls in the same masonry direction; and a first straight connecting piece (9) is fixedly arranged at the joint of two adjacent walls in the third masonry infilled wall (3).
2. The galvanized connection structure of a masonry infill wall rapid construction system according to claim 1, characterized in that: a door opening (5) is formed between the first masonry infill wall (1) and the second masonry infill wall (2); the top of the door opening (5) is provided with a galvanized steel lintel (6); the first masonry infilled wall (1) and the second masonry infilled wall (2) are fixedly connected through the galvanized steel lintel (6);
two ends of the galvanized steel lintel (6) are fixedly provided with lintel supporting plates (7); the lower end face of the lintel supporting plate (7) is positioned below the lower end face of the galvanized steel lintel (6); the lintel supporting plate (7) arranged at one end of the galvanized steel lintel (6) is fixedly arranged on the first masonry infilled wall (1) through expansion bolts, and the lintel supporting plate (7) arranged at the other end of the galvanized steel lintel (6) is fixedly arranged on the second masonry infilled wall (2) through expansion bolts.
3. The galvanized connection structure of a masonry infill wall rapid construction system according to claim 2, characterized in that: the width of the galvanized steel lintel (6) is not less than 200mm, and the maximum length of the galvanized steel lintel (6) is 2 m; the galvanized steel lintel (6) is provided with small holes; the lintel supporting plate (7) is angle steel with holes.
4. The galvanized connection structure of a masonry infill wall rapid construction system according to claim 1, characterized in that: galvanized steel wire meshes (8) are fixedly arranged in mortar joints between upper and lower adjacent bricks in the first masonry infilled wall (1), the second masonry infilled wall (2), the third masonry infilled wall (3) and the fourth masonry infilled wall (4).
5. The galvanized connection structure of a masonry infill wall rapid construction system according to claim 1, characterized in that: one end of the second L-shaped connecting sheet (12) is a second shearing end (121), and the other end of the second L-shaped connecting sheet is a second fixed end (122); the second fixed end (122) is fixedly mounted on one side of the construction post (15) by means of an expansion bolt.
6. The galvanized connection structure of a masonry infill wall rapid construction system according to claim 1, characterized in that: one end of the telescopic straight connecting sheet (13) is a rubber sleeve end (131), and the other end of the telescopic straight connecting sheet (13) is a second through hole end (132); the rubber sleeve end (131) and the second through hole end (132) are respectively positioned in mortar joints of different walls in the second masonry infilled wall (2).
7. The galvanized connection structure of a masonry infill wall rapid construction system according to claim 1, characterized in that: both ends of the second straight connecting piece (10) are first shearing ends (101); both ends of the galvanized tie bar (14) are tie ends (141).
8. The galvanized connection structure of a masonry infill wall rapid construction system according to claim 1, characterized in that: through holes are formed in two ends of the first straight connecting piece (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020074356.0U CN212671237U (en) | 2020-01-14 | 2020-01-14 | Galvanized connecting structure of masonry infilled wall quick construction system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020074356.0U CN212671237U (en) | 2020-01-14 | 2020-01-14 | Galvanized connecting structure of masonry infilled wall quick construction system |
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| CN212671237U true CN212671237U (en) | 2021-03-09 |
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| CN202020074356.0U Active CN212671237U (en) | 2020-01-14 | 2020-01-14 | Galvanized connecting structure of masonry infilled wall quick construction system |
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2020
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